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SIMPSON Anchor Designer TM Company: SDA Date: 11/22/2019 <br /> Engineer: JIB Page: 5/5 <br /> Strong-Tie Software Project: SDA#8855 <br /> Version 2.8.7094.13 Address: <br /> • <br /> a <br /> Phone: <br /> E-mail: <br /> 11.Results <br /> 11.Interaction of Tensile and Shear Forces(Sec.0.71? <br /> Tension Factored Load, Nua(Ib) Design Strength,sNn(Ib) Ratio Status <br /> Steel 3348 20096 0.17 Pass <br /> Concrete breakout 3348 3341 1.00 Pass(Governs) <br /> Adhesive 3348 7619 0.44 Pass <br /> SET-3G w1718"o F1554 Gr.36 with hef=17.500 inch meets the selected design criteria. <br /> ACI 318-14 Section 17,2.3,4.3(ai(I)&01)Calculations for Ductility requirement for tension toad <br /> Steel Factored Load,Nua(Ib) 1.2 x Nominal Strength,Nn(Ib) Ratio <br /> Steel 3348 32154 10.4% <br /> Concrete Factored Load,Nua(Ib) Nominal Strength,Nn(lb) Ratio <br /> Concrete breakout 3348 6854 48.8% Governs <br /> Adhesive 3348 15629 21.4% <br /> ACI 318-14 Section 17.2.3.4.3(a)(i)&(ii)is not satisfied since steel ratio does not govern. <br /> 12.Warnings <br /> -Brittle failure governs for tension.Governing anchor failure mode is brittle failure_Attachment shall be designed to satisfy the requirements of <br /> ACI 318-14 Section 17.2.3.4,3 for structures assigned to Seismic Design Category C,D,E,or F when the component of the strength level <br /> earthquake force applied to anchors exceeds 20 percent of the total factored anchor force associated with the same load combination. In case <br /> when ACI 318-14 Sections 17.2.3.4.3(a)(ili)to(vi),(b),(c)or(d)is satisfied for tension loading,select appropriate checkbox from Inputs tab to <br /> disable this message.Alternatively,f20 factor can be entered to satisfy ACI 318-14 Section 17.2.3.4.3(d)to increase the earthquake portion of <br /> the loads as required. <br /> -Per designer input,ductility requirements for shear have been determined to be satisfied—designer to verify. <br /> -Designer must exercise own judgement to determine if this design is suitable. <br /> -Refer to manufacturer's product literature for hole cleaning and installation instructions. <br /> Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. <br /> Simpson Strong-Tie Coiroacy Inc. 5956 W.Las Pastas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847,3871 www.strongtie.com <br />